¶ 公路橋梁耐震評估與補強設計規範－428_01_公路橋梁耐震評估與補強設計規範(110_03_23)(pdf)（第 15–16 頁）
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VIC3.1 通則 ............................................................................................................44C3.2 耐震評估檢查表法 ....................................................................................45C3.2.1 落橋評估檢查表 .............................................................................45C3.2.2 強度韌性評估檢查表 .....................................................................49C3.3 分數評定標準 ............................................................................................55C3.4 篩選與排序 .................................................................................................55第四章 耐震能力詳細評估C4.1 通則 ............................................................................................................57C4.2 分析方法之選擇 .........................................................................................57C4.3 橋梁構材之非線性行為 .............................................................................60C4.3.1 鋼筋混凝土橋墩之塑鉸特性 .........................................................60C4.3.1.1 鋼筋與混凝土之應力-應變關係............................................60C4.3.1.2 鋼筋混凝土橋墩之塑鉸設定 .................................................65C4.3.1.3 鋼筋混凝土壁式橋墩之塑鉸特性 .........................................70C4.3.2 鋼橋墩之塑鉸特性 .........................................................................71C4.3.3 支承 .................................................................................................77C4.3.4 止震塊 .............................................................................................79C4.3.5 橋台 .................................................................................................80C4.3.6 增設防止落橋裝置 .........................................................................81
4.4 基礎...............................................................................................................82C4.4.1 基礎耐震評估與補強設計原則 ......................................................82C4.4.2 基礎耐震分析之載重組合 .............................................................83C4.4.3 基礎耐震分析模式 .........................................................................83C4.4.4 基礎系統與構件之彈性限度 .........................................................84C4.4.5 基礎系統之降伏狀態 .....................................................................84
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VIIC4.4.6 基礎系統反應塑性率與變位 .........................................................85C4.4.7 基礎系統之容許塑性率與變位 .....................................................86C4.4.8 基礎構件之檢核 .............................................................................86C4.5 橋梁結構非線性行為之分析方法 ............................................................87C4.5.1 靜態側推分析 ..................................................................................87C4.5.2 非線性動力歷時分析 ......................................................................88C4.6 橋梁耐震性能評估 ....................................................................................88C4.6.1 靜態側推分析耐震性能評估 ..........................................................88C4.6.2 非線性動力歷時分析耐震性能評估 ..............................................91第五章 結構系統與防落系統補強設計C5.1 結構系統補強 ............................................................................................92C5.1.1 慣性力分散工法 .............................................................................92C5.1.2 隔震補強工法 .................................................................................92C5.1.3 消能減震補強工法 .........................................................................93C5.1.4 功能性支承系統補強工法 .............................................................93C5.2 防落系統補強 ............................................................................................94C5.2.1 防落長度 .........................................................................................94C5.2.2 防止落橋措施 .................................................................................94第六章 結構構材補強設計C6.1 通則 ............................................................................................................97C6.2 混凝土橋柱 ................................................................................................97C6.2.1 鋼板包覆補強 .................................................................................97C6.2.2 混凝土包覆補強 ...........................................................................104C6.2.3 纖維複合材料包覆補強 ...............................................................104C6.3 帽梁 ..........................................................................................................106